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SECTION 14, T 28 N, R 4 E, W.M. ILLdE a <br /> �a d <br /> in DEMOLITION AND TESC NOTES: <br /> •£w N <br /> d-p 1. DEMO ASPHALT PAVEMENT. <br /> a d <br /> N 2. PROTECT ASPHALT PAVEMENT TO REMAIN. <br /> > N a I BLbCK - \ S� P / \\\/ / / N 3. DEMO CURB. <br /> 0 3 N l\ 1 WALL / / \ STOP BAR J I � /\o � H � 4. DEMO BRICK WALL. <br /> N N + / > Z <br /> .T y - I P _ s; L _ 5. DEMO"FAIRWAY ESTATES"SIGN. <br /> - - _ / +Z Q �/ N 1� <br /> U W \ - P _P___P___P--- _i _ �__ I /�� / p 6. DEMO TREE. <br /> we \ \ J \ - -� / V / �f STEpS 7. DEMO FENCE. W <br /> 1n 4DRANT ° / <br /> �� <br /> w; 11`7 I / / I \ 1 8. SAWCUT. <br /> / I - <br /> II <br /> -- F-I-Iq_ _L- -�- -'52� I / /\'� --�--iii / 9 DRAWING C2.11(BMP23&BMPC03)SEE COE STD DWG214, <br /> -V1� -m e� p 1 SIG <br /> �- P / 10. INLET PROTECTION STORM DRAIN INLET TRAP.SEE COE STD <br /> --- --_ �- DWG 212,DRAWING C2.1(BMP C240). <br /> '�• Q .�• I <br /> - t-- -- ----AA----M---I / J, <br /> REMOVE STOP BAR AND IS Q/ I -/q1 11. PROJECT LIMITS. <br /> I _- 8 I 12 "STOP BAR"TEXT T� �� \ 12. DEMO SIGN. <br /> RI EL:5 7.2 6 O ---�• ��--- S--I -S--- <br /> \ _-- ---�--- 5--- -+--s--- <br /> 8"F CP(N)IE:56 .2 STOP 'v o �P-- P---P----P-- 5--- --- -- <br /> DEMOLITION AND TESC LEGEND <br /> x I <br /> -T----T DEMO ASPHALT PAVEMENT- - � <br /> 'TL L_L✓�K s� 3 EGI 1 \ =SL <br /> DEMO CONCRETE O <br /> ST P BAR / / l+ O INLET PROTECTION,SEE COE STD DWG 210 SHEET C2.1 Z <br /> _ <br /> I � -SF- SILT FENCE <br /> NOMg .1 ° I STOP S \ ' I / - - - SAW CUT LINE <br /> N \ Guess i SIGN M F <br /> C o <br /> M <br /> 6 <br /> NOTES: t Q3m <br /> ( \ \ 1. FOR COE EROSION AND SEDIMENT CONTROL NOTE AND HZ DEMOLITION <br /> l� I NOTES,SEE DRAWING C1.1 <br /> m I 2. INLET PROTECTION NEEDED UP TO 30OF F FROM SITE c <br /> LL N <br /> 2. AREAS IMPACTED OR DAMAGED BY CONSTRUCTION ACTIVITIES .5 o <br /> INCLUDING BUT NOT LIMITED TO CONCRETE,ASPHALT,SIDEWALK,CURB x' `a <br /> I �S I ff "Irr I AND GUTTER,GRASSED AREAS AND EXISTING UTILITY SYSTEMS SHALL BE <br /> RESTORED TO ORIGINAL CONDITION OR BETTER. <br /> I <br /> 9 \ ,Inl 3. WHERE EXISTING CONCRETE SIDEWALK OR CURB ARE TO BE w DEMOLISHED,CONTRACTOR SHALL DEMOLISH TO NEAREST JOINT <br /> UNLESS OTHERWISE SPECIFIED.IF NO EXISTING JOINT IS PRESENT OR IF <br /> EXISTING JOINT IS MORE THAN 5 FT AWAY,SAWCUT CLEAN EDGE AT <br /> D 12�� \ LIMITS OF DEMO. <br /> C G 3 I \ I F Cp 34, 4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL C Q <br /> I L EXCESS EXCAVATED MATERIAL AND VEGETATION STRIPPED OR CLEARED <br /> AND GRUBBED FROM SITE. w <br /> >Q <br /> _�__ Q_ _ \ G \ 5. IMMEDIATELY UPON INSTALLATION OF NEW CATCH BASIN,INSTALL INLET Z > J <br /> PROTECTION PER DETAIL 1,DWG C2.1.SEE DWGS C4.0 FOR NEW CATCH <br /> BRICK WALL i \\ BASIN LOCATION. L W W Q <br /> 4 BRICK WALL 6. PAVEMENT MARKING AND STRIPING DEMO OUTSIDE OF ASPHALT AND r�/� O d' O� <br /> I / \ CONCRETE DEMO AREAS SHALL BE REMOVED BY HYDROBLASTING. U) W <br /> FAIRWAY sF � N I w > _ <br /> 7. ITEMS MARKED DEMO WITH SALVAGE VALUE SHALL BE OFFERED TO THE 0_ W <br /> oESTATF� / /g / TYP 10 I �I OFFSITE.IF OWNER REFUSES,CONTRACTOR SHALL PROPERLY DISPOSE W <br /> \� Q U >� <br /> 4 8. PROVIDE CLEARING AND GRUBBING OUTSIDE LIMITS SHOWN AS NEEDED F <br /> I/ \ 1 \ FOR LANDSCAPING.HAND GRUB AROUND EXISTING TREES.PREPARE Q U) <br /> O W <br /> SUBGRADE/SOIL PER LANDSCAPE PLANS.16 <br /> _ C <br /> I \ Z 15� ~ G <br /> I ll�l� WOOD FENCE a W o W <br /> ILL <br /> N W <br /> \ - �o <br /> w <br /> W - - - _ _0.t_ rl R �J/ THE CONTRACTOR SHALL BE FULLY <br /> 0 1 d Ll--- -- _ _ I� \\ RESPONSIBLE FOR THE LOCATION AND <br /> \ __ Jam. <br /> _`�a�y a d e I REMOVE STOP BAR AND a -�'-f a -- ---LL---��- _ PROTECTION OF ALL EXISTING <br /> Q 1 1 "STOP BAR"TEXT UUILITIES AND SHALL VERIFY TILITV OCAT ONS PRIOR TO L <br /> -_° d - .tea <br /> - - / d CONSTRUCTION BY CALLING THE: <br /> - � UNDERGROUND LOCATE LINE: <br /> 3 END - - I �1 -T,---T-1 Q a 811 <br /> A MINIMUM OF 48 HOURS PRIOR <br /> J / TO ANY EXCAVATION <br /> 8 �1 <br /> it / � EDWIN <br /> 1P"of wA ,11 <br /> �Fw `I'c2 <br /> SDCB 2 �� <br /> � RIM EL:567.41 <br /> 12"DI(NE)IE:563.31 SDCB w4 <br /> W 12"DI(E)IE:563.46 SDCB RIM EL:567.30 SDCBION AL Edo\�w titi <br /> 'a 8"DI(S)IE:563.71 RIM EL:566.60 8"RCP(E)IE:564.70 RIM EL:567.80 <br /> 12"DI(W)IE:563.11 8"DI(N)IE:564.60 12"DI(SW)IE:564.4 8"RCP(W)IE:565.46 TL JOB--- --- --- ---�--- 5--- 5--- --- --- ---�- - DATEO.: 04/13/R313P 221 <br /> --- ---�--- 5--- --- --- --- ----S--- S--- ----S-- DESIGNED:D.BAGLEY <br /> M <br /> a � N DRAFTED: <br /> 2) Of CHECKED: B.DUNNING <br /> BE <br /> SCALE: NTS <br /> 0 ccneu <br /> 3 10 5 0 10 20 DRAWING NO. <br /> -o C2.0 <br /> r SCALE IN FEET <br /> v = SHEET: 3 of 10 <br />